HomeMy WebLinkAboutPlans.pdfOne aboveground sewage holding tank with 4000-gallon capacity on-site. The Vault System is displayed in both of the pictures. Sewage flows estimated to be 300 gallons/day (4 individuals
x 75 gpcd). Sewage holding tank needs to be emptied approximately every 13 days (4000 gallonsl 300 gallons per day). Wastewater vault is equipped with overflow alarm device. Williams
utilizes the services of a licensed contractor to removed and haul the wasterwater to a state certified treatment/disposal facility. One potable aboveground water tank of approximately
4000 gallons capacity on-site. Posted on the front of the Tank there is a Sign that states "Potable Water Only". Potable water demand is estimated to be 300 gallons/day (4 individuals
x 75 gpcd). Required minimum fire suppression demand is 2500 gallons. Total potable and fire suppression demand is estimated to be 4000 gallons. Road access to the site is maintained
year round through the services of private road maintenance and construction contractor. e ORAlH '~K ElEI'"OfU! MOVINe = RMV 12-16 Vault System Description The site will tem porarily
office and house up to a maximum of four individuals during natural gas drill ing activities and is expected to be completed in one year or less. The individuals will occupy two individual
trailer officesl houses located on the well pad. Office/houses have Colorado Division of Housing compliance tags.
Section 16 T. 6 s., R. 94 W \ " \ I I \ ' I , I I I Exist. U,pit ! of Disturbance L ' I ' I ' , \ , , \ I I ~ I I I I I , I I , ( rr~~~ ".&"' I I I \ /I //I. \ 1\ <~J> " -\ I \ 7< 0
, ~~ 1\ ' (tI Q.. I » -~ , '" \ //, I I I I I ' N 1000 1200 I \ I , \ \ \ \ \ \_~ I II II '\ 0 I Edg{Ior ~ I ~}(/SI fad ; I\'i \ \ \ \ I \ \ I I I I I I I 'NOTE: 1.) Topsoil Volume Based
on 12" Soil Depth. I I /,-/.' /2.) 10% Swell Faclor Applied to Earthwork Cut Volume. 3.) Total Disturbed Area = ±4.39 ac. SCALE: DATE: I I ////, /I /i I I I I /I I I /I II /J ///PLAT:
PROJECT: """"""'-----1 DFT: RMV 12·16 Drill Pad -Plat 2 CONSTRUCT10N LA YOUT
Section 16 T. 6 s., R. 94 W. o 1000 2000 p-..-_ i GRAPHIC SCALE IN FEET 1 INCH'" 2000 FEET ACCESS DESCRIPTION: FROM THE INTERSECTION OF STATE HIGHWAY 6 AND COUNTY ROAD 323 (RULISON ROAD)
NORTH OF RULISON, PROCEED NORTHEASTERLY ON STATE HIGHWAY 6 .1 .9 MILES TO THE INTERSECTION WITH COUNTY ROAD 246 (DUMP ROAD), PROCEED LEFT IN A NORTHWESTERLY DIRECTION ±0.1 MILES TO AN
INTERSECTION WITH A PAVED ROAD, PROCEED RIGHT IN A NORTHEASTERLY TO NORTHERLY DIRECTION .2.7 MILES TO THE EXISTING RMV 12·16 DRILL PAD LOCATION, AS SHOWN HEREON. ---------jWPXENERGY
. SCIILE, _iili~;;';':·· WPX Energy Rocky Mountain, LLC DATE: PLAT: